JP2557461Y2 - Expansion joints for walls - Google Patents
Expansion joints for wallsInfo
- Publication number
- JP2557461Y2 JP2557461Y2 JP1991094561U JP9456191U JP2557461Y2 JP 2557461 Y2 JP2557461 Y2 JP 2557461Y2 JP 1991094561 U JP1991094561 U JP 1991094561U JP 9456191 U JP9456191 U JP 9456191U JP 2557461 Y2 JP2557461 Y2 JP 2557461Y2
- Authority
- JP
- Japan
- Prior art keywords
- joint body
- holding mechanism
- pantograph
- joint
- frames
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000004575 stone Substances 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 239000000919 ceramic Substances 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 230000001939 inductive effect Effects 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 239000002243 precursor Substances 0.000 description 1
Landscapes
- Building Environments (AREA)
- Finishing Walls (AREA)
Description
【0001】[0001]
【産業上の利用分野】本考案は、建物の間隔部に設けら
れる壁用の伸縮継手に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an expansion joint for a wall provided in a space between buildings.
【0002】[0002]
【従来の技術】一般に、躯体と躯体との間に介装される
壁用の伸縮継手は、両躯体に縁材を取付け、両縁材間
に、スライドかつ傾斜自在に、板材を当接させ保持する
構造であった。2. Description of the Related Art In general, an expansion joint for a wall interposed between skeletons has an edge material attached to both skeletons, and a plate material abuts between the edge materials so as to slide and tilt freely. It was a structure to hold.
【0003】[0003]
【考案が解決しようとする課題】しかし、地震や台風等
により、両躯体間のクリアランスが大きく変化する場
合、この種の構造では、十分に対応できなかった。[Problems to be Solved by the Invention] However, when the clearance between both frames greatly changes due to an earthquake, a typhoon, or the like, this type of structure cannot sufficiently cope.
【0004】そこで、本考案は従来のこのような問題点
を解決して、円滑に両躯体間の変動に順応できる伸縮継
手を提供することを目的とする。[0004] Therefore, an object of the present invention is to solve such a conventional problem and to provide an expansion joint that can smoothly adapt to fluctuations between both frames.
【0005】[0005]
【課題を解決するための手段】本考案は、上記目的を達
成するために、誘導傾斜面と水平摺動面が設けられたコ
ーナー部を有した対向する両躯体の間で、上記水平摺動
面よりも裏面側でかつ両躯体の対向面よりも間隔部寄り
に、左右一対のヒンジ部を介して折畳み伸縮可能なパン
タグラフ式保持機構を配設し、左右両側端に上記誘導傾
斜面に対向する傾斜状ガイド部を有する継手本体にて、
上記両躯体間の間隔部を閉じ、さらに、上記継手本体を
前後方向に移動自在かつ後方へ弾発付勢する弾発保持機
構を、上記継手本体裏面から後方突出状に取付けられて
上記パンタグラフ式保持機構を貫通するボルトに付設し
て、上記継手本体の前後方向の移動量の最大値を、上記
両躯体の外壁面から継手本体の裏面までの間隔以上に設
定したものである。SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention provides a connector having a guide inclined surface and a horizontal sliding surface.
Horizontal sliding between the opposing skeletons
The spacing portion closer <br/> than the opposing surface of a back side and Ryomukurotai than the surface, disposed folding extendable pantograph holding mechanism via a pair of left and right hinges, the induced lateral side ends Inclination
In the joint body having the inclined guide part facing the slope,
A spring holding mechanism that closes the gap between the two frames and further urges the joint body freely in the front-rear direction and urges the joint body rearward is attached to the joint body rearward so as to protrude rearward. > Attach to bolts that penetrate the pantograph type holding mechanism.
The maximum value of the amount of movement of the joint body in the front-rear direction is
Install it more than the distance from the outer wall of both
It is obtained by constant.
【0006】[0006]
【作用】上述の如く構成された伸縮継手は、地震等に
て、両躯体が相対的に前後方向にずれてもヒンジ部が揺
動して変動を吸収し、両躯体が相対的に上下方向にずれ
てもパンタグラフ式保持機構が揺動して変動を吸収す
る。The expansion joint constructed as described above absorbs the fluctuation by swinging the hinge even if the two frames are relatively displaced in the front-rear direction due to an earthquake or the like, and the two frames are relatively moved in the vertical direction. , The pantograph-type holding mechanism swings to absorb the fluctuation.
【0007】さらに、両躯体の間隔部が大きく変化して
も、パンタグラフ式保持機構が伸縮して変動を吸収し、
上記間隔部が大きく狭まる場合、傾斜状ガイド部が躯体
のコーナー部に摺接して、継手本体が躯体の外壁面に乗
上げることにより、継手本体が損壊されずに、変動に追
随可能となる。また、弾発保持機構は、継手本体を元の
状態に復元させる。Further, even if the interval between the two frames greatly changes, the pantograph-type holding mechanism expands and contracts to absorb the fluctuation.
In the case where the gap is greatly narrowed, the inclined guide portion slides on the corner of the skeleton, and the joint main body rides on the outer wall surface of the skeleton, so that the joint main body can follow the fluctuation without being damaged. Further, the resilient holding mechanism restores the joint body to the original state.
【0008】[0008]
【実施例】以下実施例を示す図面に基づいて本考案を詳
説する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the drawings showing embodiments.
【0009】図1は本考案に係る壁用の伸縮継手の一実
施例を示し、この伸縮継手は、誘導傾斜面12と水平摺
動面18が設けられたコーナー部を有した対向する両躯
体間A,Bの間で、水平摺動面18よりも裏面側でかつ
両躯体A,Bの対向面よりも間隔部4寄りに、左右一対
のヒンジ部1,1を介して折畳み伸縮可能なパンタグラ
フ式保持機構2を配設し、左右両側端に上記誘導傾斜面
12,12に対向する傾斜状ガイド部10,10を有す
る継手本体3にて両躯体間A,B(の外壁コーナー部)
の間隔部4を閉じ、さらに、継手本体3を前後(矢印E
及びF)方向に移動自在かつ後方(矢印F方向)に弾発
付勢する弾発保持機構5を、継手本体3裏面から後方突
出状に取付けられてパンタグラフ式保持機構2を貫通す
るボルト20に付設している。 [0009] Figure 1 illustrates one embodiment of expansion joint for the wall according to the present invention, the expansion joint, inducing the inclined surface 12 and horizontal sliding
Between the opposing frame members A and B having the corners where the moving surface 18 is provided, on the back side of the horizontal sliding surface 18 and
A pantograph-type holding mechanism 2 that is foldable and extendable via a pair of left and right hinges 1 and 1 is disposed closer to the gap 4 than the opposing surfaces of the two frames A and B, and the guiding inclined surfaces are provided at both left and right ends.
12 and 12 have inclined guide portions 10 and 10 facing each other.
That joint body 3 at both precursor between A, B (the outer wall corner portion)
Is closed, and the joint body 3 is moved back and forth (arrow E).
And an elastic holding mechanism 5 which is movable in the directions F) and elastically urges rearward (in the direction of arrow F) from the rear side of the joint body 3.
It is attached in a protruding manner and penetrates the pantograph-type holding mechanism 2
Attached to the bolt 20.
【0010】継手本体3は、骨材6と、該骨材6に被装
された1枚ものパネル7と、タイルやセラミック等の陶
板から成る石材8…と、これを貼着するための接着剤や
接着モルタル等の充填材9と、を有している。The joint body 3 is composed of an aggregate 6, a single panel 7 covered on the aggregate 6, a stone 8 composed of a ceramic plate such as a tile or ceramic, and an adhesive for attaching the same. And a filler 9 such as an adhesive or an adhesive mortar.
【0011】石材8は、両躯体A,Bに夫々貼着された
石材8a…と同一のもので、両躯体A,Bの静止状態に
於て、継手本体3の(石材8側の)表面は両躯体A,B
の(石材8a側の)外壁面と略同一平面上に位置する。The stones 8 are the same as the stones 8a affixed to the frames A and B, respectively, and the surface (on the stone 8 side) of the joint body 3 when the frames A and B are at rest. Are both A and B
(On the side of the stone material 8a).
【0012】また、継手本体3は左右両側端に、所定傾
斜角度θ―――例えば30゜〜60゜―――で傾斜する
傾斜状ガイド部10,10を有し、該傾斜状ガイド部1
0,10は、ステンレス製で帯板状の見切材11,11
を固着して形成される。Further, the joint body 3 has, at both left and right ends, inclined guide portions 10 and 10 inclined at a predetermined inclination angle θ-for example, 30 ° to 60 °.
Reference numerals 0 and 10 are stainless steel strip-shaped parting materials 11 and 11.
Is formed.
【0013】両躯体A,Bのコーナー部には夫々、ステ
ンレス製で帯板状の見切材13,13が固着され、傾斜
状ガイド部10,10と略同一角度をもつ誘導傾斜面1
2,12が形成される。At the corners of the two frame members A and B, strip members 13 and 13 made of stainless steel are fixedly attached to the corners of the two frame members A and B, respectively.
2 and 12 are formed.
【0014】この傾斜状ガイド部10,10に対向する
誘導傾斜面12,12は、両躯体A,Bの静止状態に於
て、近接乃至当接(図例では所定間隔Gで近接)する。The guide inclined surfaces 12, 12 facing the inclined guide portions 10 , 10 are close to or in contact with each other (at a predetermined interval G in the example in the figure) when both the frames A, B are stationary. Close).
【0015】14,14は両躯体A,Bにアンカーボル
ト等で固着された縁材で、両縁材14,14間に防水用
の止水板15が介装される。16は火事等に備えた耐火
帯である。Reference numerals 14 and 14 denote rims fixed to both skeletons A and B with anchor bolts and the like, and a waterproof waterproof plate 15 is interposed between the rims 14 and 14. Reference numeral 16 denotes a refractory zone prepared for a fire or the like.
【0016】17は、各縁材14に固着された縁材カバ
ーで、両躯体A,Bの静止状態に於て、この縁材カバー
17の前面が継手本体3(骨材6)の裏面と所定間隔を
もって対向する水平摺動面18とされている。 [0016] 17 is a Enzai cover secured to each edge member 14, Ryomukurotai A, the quiescent B Te at a rear surface of the front joint body 3 of the Enzai cover 17 (aggregate 6) The horizontal sliding surfaces 18 face each other at a predetermined interval .
【0017】パンタグラフ式保持機構2は、図1と図2
に示すように、複数の帯板材25…を重ね合わせて、ボ
ルトナット結合26…等にて揺動可能に枢着したもの
で、図2の仮想線の如く、左右方向(矢印C方向)へ折
畳み伸縮可能で、矢印J方向(図1に於て図面と直交方
向)に相対的に揺動可能である。The pantograph-type holding mechanism 2 is shown in FIGS.
As shown in FIG. 2, a plurality of band plate members 25 are overlapped and pivotably connected to each other by bolt-nut couplings 26 and the like. As shown by the imaginary line in FIG. It is foldable and extendable and relatively swingable in the direction of arrow J (the direction perpendicular to the drawing in FIG. 1).
【0018】さらに、パンタグラフ式保持機構2の左右
両端には、ボルトナット結合26を介して、蝶番等から
なるヒンジ部1,1の一端が枢着されると共に、ヒンジ
部1,1の他端が、縁材14,14を介して両躯体A,
Bに固着される。Further, one end of hinges 1 and 1 consisting of hinges and the like is pivotally connected to the left and right ends of the pantograph type holding mechanism 2 via bolt and nut connections 26, and the other ends of the hinges 1 and 1 are connected. However, both frames A,
B is fixed.
【0019】このヒンジ部1,1は矢印Dの如く揺動可
能で、該ヒンジ部1,1とパンタグラフ式保持機構2に
て、両躯体A,Bの左右(矢印C方向),前後(矢印E
及びF方向)及び上下(図2の矢印J方向で図1に於て
図面と直交方向)の相対的移動を吸収する。The hinges 1, 1 can swing as indicated by an arrow D. The hinges 1, 1 and the pantograph-type holding mechanism 2 allow the left and right sides (in the direction of arrow C) and the front and back (in the direction of arrow C) of the two frames A, B to move. E
And F direction) and up and down (in the direction of arrow J in FIG. 2 and the direction perpendicular to the drawing in FIG. 1).
【0020】弾発保持機構5は、(パネル7の裏面に固
着された)支持部材19に挿通保持されたボルト20
と、該ボルト20の先端に螺着されたナット21と、中
間リング22,弾発部材23,及びバネ受け片24と、
からなる。The elastic holding mechanism 5 includes a bolt 20 inserted and held by a support member 19 (fixed to the back surface of the panel 7).
A nut 21 screwed to the tip of the bolt 20, an intermediate ring 22, an elastic member 23, and a spring receiving piece 24;
Consists of
【0021】ボルト20は、支持部材19の孔部及び中
間リング22を挿通すると共にパンタグラフ式保持機構
2の中央の貫孔27,27に挿通されており、さらに、
ボルト20を弾発部材23に挿通すると共にバネ受片2
4を介してナット21をボルト20に螺着することによ
って、パンタグラフ式保持機構2に継手本体3が連結さ
れる。The bolt 20 is provided in the hole of the support member 19 and in the center.
The intermediate ring 22 is inserted into the through hole 27 at the center of the pantograph-type holding mechanism 2 while being inserted .
The bolt 20 is inserted through the resilient member 23 and the spring receiving piece 2
4 by screwing the nut 21 to the bolt 20.
Thus , the joint body 3 is connected to the pantograph-type holding mechanism 2.
【0022】この弾発保持機構5により、継手本体3は
パンタグラフ式保持機構2に対して前後方向(矢印E及
びF方向)に移動可能となる共に、ボルト20の軸心廻
りに揺動可能となる。By this resilient holding mechanism 5 , the joint body 3 is
The bolt 20 can be moved in the front-rear direction (directions of arrows E and F) with respect to the pantograph-type holding mechanism 2 and can swing about the axis of the bolt 20.
【0023】弾発部材23は圧縮コイルバネ等で、ボル
ト20,ナット21及びバネ受け片24を介して、継手
本体3を、後方(矢印F方向)へ常時弾発付勢し、パン
タグラフ式保持機構2に継手本体3を引きつけた状態に
保持する。The resilient member 23 is a compression coil spring or the like, and constantly resiliently urges the joint body 3 rearward (in the direction of arrow F) via a bolt 20, a nut 21 and a spring receiving piece 24, and a pantograph-type holding mechanism. 2 is held in a state where the joint body 3 is attracted.
【0024】そして、弾発保持機構5によってパンタグ
ラフ式保持機構2に連結された継手本体3の前後方向の
移動量Sは、ナット21を螺進退させることにより調整
可能で、移動量Sの最大値は、両躯体A,Bの外壁面か
ら継手本体3の裏面までの間隔H以上とされる。Then, the pan tag is operated by the resilient holding mechanism 5.
The moving amount S in the front-rear direction of the joint body 3 connected to the rough holding mechanism 2 can be adjusted by screwing the nut 21 forward and backward, and the maximum value of the moving amount S is determined from the outer wall surfaces of the two frame bodies A and B. The distance to the back surface of the joint body 3 is H or more.
【0025】しかして、上述の如く構成された壁用の伸
縮継手によれば、地震等による両躯体A,Bの大きな変
位に対して、次の如く、十分に対応可能となる。According to the expansion joint for a wall configured as described above, it is possible to sufficiently cope with a large displacement of the frames A and B due to an earthquake or the like as follows.
【0026】両躯体A,Bの間隔部4が広がる方向に変
位した場合、パンタグラフ式保持機構2が左右に伸びて
追随し、両躯体A,Bが相対的に上下方向に変位した場
合には、パンタグラフ式保持機構2が、図2の矢印Jの
如く揺動して追随する。When the gap 4 between the two frames A and B is displaced in the expanding direction, the pantograph-type holding mechanism 2 extends to the left and right and follows, and when the two frames A and B are relatively displaced in the vertical direction. The pantograph-type holding mechanism 2 swings and follows as indicated by an arrow J in FIG.
【0027】さらに、両躯体A,Bが相対的に前後方向
に変位した場合は、ヒンジ部1,1の揺動により変動に
追随できる。Further, when the two frames A and B are relatively displaced in the front-rear direction, the swing can be followed by the swing of the hinges 1 and 1.
【0028】また、両躯体A,Bの間隔部4が広がる方
向かつ前方(矢印E方向)に変位した場合には、継手本
体3が縁材カバー17,17の水平摺動面18,18上
をスライドすると共に、ヒンジ部1,1の揺動により、
継手本体3及びパンタグラフ式保持機構2が後方へ移動
し、縁材カバー17,17の先端勾配部30,30に、
継手本体3の傾斜状ガイド部10,10が隣接又は当接
した状態となる。When the gap 4 between the two frames A and B is displaced in the direction of extension and forward (in the direction of the arrow E), the joint body 3 is placed on the horizontal sliding surfaces 18 and 18 of the edge material covers 17 and 17. , And swinging of the hinge parts 1, 1
The joint body 3 and the pantograph-type holding mechanism 2 move rearward, and
The inclined guide portions 10, 10 of the joint body 3 are adjacent or in contact with each other.
【0029】この先端勾配部30,30は、継手本体3
が図1の通常状態に戻る際に誘導面として機能する。The tip slope portions 30, 30 are connected to the joint body 3
Functions as a guide surface when returning to the normal state of FIG.
【0030】次に、両躯体A,Bの間隔部4が狭まる方
向に変位した場合は、パンタグラフ式保持機構2が折畳
まれて縮むと共に、継手本体3の傾斜状ガイド部10,
10が誘導傾斜面12,12に乗上げ、前方へ継手本体
3が移動して変動に追随できる。Next, when the gap 4 between the two frames A and B is displaced in the direction of narrowing, the pantograph-type holding mechanism 2 is folded and shrunk, and the inclined guide portions 10 and
10 rides on the guide inclined surfaces 12, 12, and the joint body 3 moves forward to follow the fluctuation.
【0031】この状態から、さらに、間隔部4が狭まる
方向に両躯体A,Bが変動すれば、、移動量S≧間隔H
なる弾発保持機構5にて、さらに前方へ継手本体3が移
動し、図3の如く、継手本体3の傾斜状ガイド部10,
10が誘導傾斜面12,12を越えて、両躯体A,Bの
外壁面に継手本体3の裏面が乗上げ、変動に追随する。From this state, if both the bodies A and B fluctuate in the direction in which the gap 4 is narrowed, the movement amount S ≧ the gap H
The resilient holding mechanism 5 moves the joint body 3 further forward, and as shown in FIG.
10, the back surface of the joint body 3 climbs on the outer wall surfaces of the two frame bodies A and B over the guiding inclined surfaces 12 and 12, and follows the fluctuation.
【0032】そして、何れの場合に於ても、地震等がお
さまって両躯体A,Bが静止状態となれば、図1に示す
通常の状態に戻り、継手本体3が、上述の如く前方へ移
動していても、弾発保持機構5にて、図1に示す状態に
確実に復元する。In any case, when the earthquakes or the like are subsided and both frames A and B are in a stationary state, the state returns to the normal state shown in FIG. 1 and the joint body 3 is moved forward as described above. Even if it moves, the resilient holding mechanism 5 reliably restores the state shown in FIG.
【0033】なお、本考案は上述の実施例に限定され
ず、本考案の要旨を逸脱しない範囲で設計変更自由であ
り、例えば、図1に於いて、傾斜状ガイド部10の傾斜
角度θの増減は自由である。The present invention is not limited to the above-described embodiment, and the design can be freely changed without departing from the gist of the present invention . For example, in FIG. It is free to increase or decrease.
【0034】石材8は、図1に示す如く、アルミ板3
1,31で挟んだアルミハニカムコア構造の裏当板32
に、大理石等の4〜5mm程度の厚みの薄石板33を、
接着剤等で貼着したものでもよく、上記タイルやセラミ
ック等の陶板と比較して軽量となる利点がある。As shown in FIG. 1, the stone 8 is made of an aluminum plate 3.
Backing plate 32 of aluminum honeycomb core structure sandwiched between 1, 31
Then, a thin stone plate 33 of about 4 to 5 mm in thickness such as marble,
It may be affixed with an adhesive or the like, which is advantageous in that it is lighter in weight than the above-mentioned tiles and ceramic plates such as ceramics.
【0035】また、この伸縮継手によれば、継手本体3
は、両躯体A,Bの外壁の装飾と、同様の装飾とするこ
とができるので、継手のあることが外観上目立たないと
いう利点がある。According to this expansion joint, the joint body 3
Can be decorated in the same manner as the decoration of the outer walls of both frames A and B, so that there is an advantage that the appearance of the joint is inconspicuous in appearance.
【0036】[0036]
【考案の効果】本考案は上述の如く構成されているの
で、次に記載するような著大な効果を奏する。[Effect of the Invention] The present invention is constructed as described above, and thus has the following remarkable effects.
【0037】地震や台風等により、両躯体A,B間の相
対的位置が大きく変化しても、伸縮継手が損壊すること
なく、円滑に両躯体A,B間の変動に対応できる。Even if the relative position between the two frames A and B greatly changes due to an earthquake, a typhoon, or the like, it is possible to smoothly cope with the fluctuation between the frames A and B without damaging the expansion joint.
【0038】この伸縮継手は堅牢で耐久性に優れるの
で、両躯体A,B間の間隔部4の寸法が大きい場合に好
適である。Since this expansion joint is robust and excellent in durability, it is suitable for the case where the size of the space 4 between the two frames A and B is large.
【図1】本考案の一実施例を示す断面平面図である。FIG. 1 is a sectional plan view showing an embodiment of the present invention.
【図2】パンタグラフ式保持機構の正面図である。FIG. 2 is a front view of a pantograph-type holding mechanism.
【図3】作用説明のための断面平面図である。FIG. 3 is a cross-sectional plan view for explaining an operation.
1 ヒンジ部 2 パンタグラフ式保持機構 3 継手本体 4 間隔部 5 弾発保持機構 10 傾斜状ガイド部12 誘導傾斜面 18 水平摺動面 20 ボルト A 躯体 B 躯体H 間隔 S 移動量 DESCRIPTION OF SYMBOLS 1 Hinge part 2 Pantograph type holding mechanism 3 Joint main body 4 Spacing part 5 Resilient holding mechanism 10 Inclined guide part 12 Guide inclined surface 18 Horizontal sliding surface 20 Bolt A Structure B Structure H Distance S Movement amount
Claims (1)
られたコーナー部を有した対向する両躯体A,Bの間
で、上記水平摺動面18よりも裏面側でかつ両躯体A,
Bの対向面よりも間隔部4寄りに、左右一対のヒンジ部
1,1を介して折畳み伸縮可能なパンタグラフ式保持機
構2を配設し、左右両側端に上記誘導傾斜面12,12
に対向する傾斜状ガイド部10,10を有する継手本体
3にて、上記両躯体A,B間の間隔部4を閉じ、さら
に、上記継手本体3を前後方向に移動自在かつ後方へ弾
発付勢する弾発保持機構5を、上記継手本体3裏面から
後方突出状に取付けられて上記パンタグラフ式保持機構
2を貫通するボルト20に付設して、上記継手本体3の
前後方向の移動量Sの最大値を、上記両躯体A,Bの外
壁面から継手本体3の裏面までの間隔H以上に設定した
ことを特徴とする壁用の伸縮継手。An inclining inclined surface and a horizontal sliding surface are provided.
Between the opposing skeletons A and B with the cut corners
Thus, on the back side of the horizontal sliding surface 18 and the two frame bodies A,
A pantograph-type holding mechanism 2 that is foldable and extendable via a pair of left and right hinge portions 1, 1 is disposed closer to the interval portion 4 than the opposing surface of B, and the guide inclined surfaces 12, 12 are provided at both left and right ends.
In the joint body 3 having the inclined guide portions 10 and 10 opposing to each other, the gap 4 between the two frame bodies A and B is closed, and further, the joint body 3 is movable in the front-rear direction and is elastically pushed backward. From the back surface of the joint body 3
The joint body 3 is attached to a bolt 20 that is attached in a protruding rearward direction and penetrates the pantograph-type holding mechanism 2 .
The maximum value of the amount of movement S in the front-back direction is
An expansion joint for a wall, wherein the distance between the wall and the back surface of the joint main body 3 is set to H or more .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991094561U JP2557461Y2 (en) | 1991-10-21 | 1991-10-21 | Expansion joints for walls |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1991094561U JP2557461Y2 (en) | 1991-10-21 | 1991-10-21 | Expansion joints for walls |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0538107U JPH0538107U (en) | 1993-05-25 |
| JP2557461Y2 true JP2557461Y2 (en) | 1997-12-10 |
Family
ID=14113735
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1991094561U Expired - Fee Related JP2557461Y2 (en) | 1991-10-21 | 1991-10-21 | Expansion joints for walls |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2557461Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7521840B1 (en) | 2023-03-23 | 2024-07-24 | ドーエイ外装有限会社 | Joint device |
Family Cites Families (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6416807U (en) * | 1987-07-20 | 1989-01-27 | ||
| JPH043041Y2 (en) * | 1987-09-19 | 1992-01-31 | ||
| JPH0639808B2 (en) * | 1988-06-13 | 1994-05-25 | 日本アルミニウム工業株式会社 | Expansion joint device |
| JPH0527602Y2 (en) * | 1988-09-06 | 1993-07-14 | ||
| JPH0291804U (en) * | 1989-01-06 | 1990-07-20 | ||
| JPH02161038A (en) * | 1989-11-24 | 1990-06-20 | Riken Light Metal Ind Co Ltd | Expansion joint |
| JPH0747530Y2 (en) * | 1990-08-07 | 1995-11-01 | 勝之 竹石 | Cover plate support member and cover plate mounting structure |
| JP2510482Y2 (en) * | 1991-03-11 | 1996-09-11 | 清水建設株式会社 | Stone expansion joint |
-
1991
- 1991-10-21 JP JP1991094561U patent/JP2557461Y2/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7521840B1 (en) | 2023-03-23 | 2024-07-24 | ドーエイ外装有限会社 | Joint device |
| JP2024136003A (en) * | 2023-03-23 | 2024-10-04 | ドーエイ外装有限会社 | Joint device |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0538107U (en) | 1993-05-25 |
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